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Sample Record for 2018-01-30-2

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 211784 DEA: 11085784 EFIS: 1100000064 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-163-4.1/4.9
Work Description: INTERCHANGE MODIFICATION AND OVERCROSSING WIDENING.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF FRIARS ROAD OVERCROSSING
Contractor Name: Flatiron West Inc
Contractor Address: 1770 La Costa Meadows Dr., San Marcos, CA 92078
Resident Engineer: Dave Cortez Structure Rep.: Alex Balce

Sample Information

DIME Sample ID: 2018-01-30-2
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 01/30/2018
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2018
The quantity of what the sample constitutes: 120
A brief description of the sample: Flash Welded Rebar Hoops
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMC Rebar

Material Information

Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 7
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: 7
Diameter of Hoop: 6'-8"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: 1
Welding Company: CMC Rebar (Etiwanda)
Coating Standards: Uncoated
Weld Type: Flash Welded

Test Results

Test 1 of 3

DIME Test ID: 2018-01-30-2-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/02/2018
Date Tested: 02/01/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11#7/22mm0.65906098430Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 2 of 3

DIME Test ID: 2018-01-30-2-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/02/2018
Date Tested: 02/01/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
21#7/22mm0.65893098220Bar BrokeFred
UTM 400KIP
Temperature 72 F

Test 3 of 3

DIME Test ID: 2018-01-30-2-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 02/02/2018
Date Tested: 02/01/2018
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Bar Broke; OK Necking
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
SampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
31#7/22mm0.65886098100Bar BrokeFred
UTM 400KIP
Temperature 72 F